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20120312 Redline 1 03012013YELM AVENUE W. (S.R. 510) sF' n EXISTING -_ 7- IN612E59/ 0 1 mw�I -22 5P -I6 - SP -15 Cm 12 5P-21 5P -19 � J a - TYP- ®p 5P -27 F n N I E TYP AD -0I TYR 5P -10 a M. n Dr to hI lo d3 9 -019-0 10' -0' v SP -24 5177E SETBACK r, i 5P -12 TYR 5P-04 W N A SP -10 -10 I NEW' VICINITY MAP N 52 °04'00' W _. < - <. 150.00- .rl --y� R 4 SP -II C4 TYP. W W W y EXISTING MCDONALD'S RESTAURANT 2,587 SQ. FT. ± 76� SQ. FT. 3,348 SQ. FT. 5P -YI (e} �Jili SP-Di% B W GpW -0 _- 5P -03 °CORkA°L SP Ze 000 000 O O ' 000' 5 52'00" E 150.00' 0 R =81'-1' i1 R- II SP -1Q TYP. zl ■RIO m11 I R= 'J8' -0W W _I 00 000 sue' 000 00p 0) O T- co m c� Do 2T m m Go m SETBACK I LEGEND PROJECT DATA GENERAL NOTES - -_ °- EXISTING CONCRETE CURSINS TO REMAIN/ REPAIR 517E AREA: 37$06 S.F. L PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC @0.Y. EXACT MEN CONCRETE GIRBINS PARCEL WRMBER: 21724411902 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE M13ST . EXISTING CON5TRUCTION TO BE DEMOLISHED ZONING: C-I (COMWRLIAU EcOrmMicAL INSTALLATION. } USE: FAST FOOD RESTARANT (EXISTING) ® OCCUPANCY: 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES MEW STRIPING A-2 (E(19nNG) TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING TYPE OF CONSTRUCTION: V-B 013TINS) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING EXISTING STRIPING TO REMAIN BUILDING AREA: EXISTING BUILDING AREA: 2,58"1 S.F. DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. GASH BOOTH ADDITION: +'162 5F. � EXISTENT LANDSCAPING TO REMAIN TOTAL WILDING AREA' 3 ,349 Sr-. 3. FINISH WALK AND CURB ELEVATIONS SHALL BE G' ABOVE FINISH EXISTING PARKING: 44 STALLS PAVEMENT. OMEW LANDSCAPING PARKING REWIRED: I STALL / 200 50. FT. GROSS FLOOR AREA: IT BASED ON 3,349 50: FT. EXISTING CONCRETE TO REMAIN PARKING PROVIDED: 34 STALL5 ACCESSIBLE REQUIRED: 2 STALLS (BASED ON 34 STALLS PROVIDED) NEW CONCRETE ACCESSIBLE PROVIDED: 2 STALLS SITE: EXISTING CATCH BASIN EXISTING IMPBMOU5: 24¢18 SQ� FT. = 65.8% EXISTING LOT L16HT EXISTING LANDSCAPE: 2,828. FT. = 342% ( EXI5TIN6 LANDSCAPE TO: `498 5R. ,. NEW 3'-5' TH16 OCODBNTALIS PYRAMIDAL SHRUB TREE BE REPLACED ;] FEW PIERIS JAPONICA VARIESATA' (VARIEGATED PIER15); 5 GAL. DEMOLISHED IMPERVIOUS/: 1,715 SQ. FT. ryy� HEH LANDSCAPE -0, 5 DEMOLISHED LANDSCAPE/: 1271 SQ, f. ADA SITE PLAN KEYNOTES Na"°"POZ"O05 TOTAL PROPOSED IMPERVIOUS: 24 74 SC.I. FT. = 659% AD-0I RELOCATE BARRIER -FRB ACCESSIBLE 5TALL5 (TTP. OF 2) AS 5WM WITH A 96' MIN TOTAL PROPOSED LMIDSCCAPE; ,83 50. FT. = 342% WIDE ACCESS AISLE STALES. ENSURE ALL SLOPES NEW PARKING SLE DO NOT STALLS t ACCESS AISLE DD NOT EXCEED IS% IN ALL DIRECTIONS; RTzriRADE PARKING ,, SITE PLAN KEYNOTES LOT AND SFALCOAT AS NECESSARY. PAINT AGCF551BLE SYMBOL AT STALLS PER 4/5DI. INSTALL FEW ACCESSIBLE PARKING STALL 516N5 TO Be MOUNTED WITH BOTTOM `-'T' -0I REMOVE EX5TIN6 PROVIDE OF THE LOMEST 516N AT 60' MIN. ABOVE ADJACENT PARKINS SURFACE trYP. OF 2) MENU BOARD I (2) MEN OPO MENU BOARDS AS 5HOYN. PER DETAIL 6/5121. WAN ACCESSIBLE' STALL 516N TO BE LOCATED AT STALL WITH SEE DETAIL 10/071.1 AND DETAIL 21CMD FOR EXACT LOCATIONS. PA551SWE2 SIDE ADJACENT TO ACCESS AISLE. PROVIDE NEVI WNE CURB RAMP AS 5P-02 REMOVE EXISTING CUSTOMER ORIVER P15PLAY t INSTALL (2) NEW CUSTOM ORDER 514" d REFER TO DETAIL -[/BPI FOR INFORMATION. SLOPE M RUN DIRECTION 5HALL 015M AY UNITS NTH INTEGRAL CANOPY AS %I" PER DETAIL 6)DTI2. SEE DETAIL BE 8% MAX t CROSS SLOPE 5HALL BE HO GREATER THAN 15%. TOP d BOTTOM 21011 FOR EXACT LOCATIONS. PROVIDE SPEECH/ FEARING IMPAIRED 516NA6E AT RED LANDIN65 TO BE E1Nf1RE WIDTH OF G1RB RAMP N EXTEND 60' NTHOVr EXCEEDING 15% COD PER DETAIL IWI. gREG RC CT y SLOPE IN ANY DIRECTION PROVIDE DETECTABLE AAMN66 AS, NECESSARY. SEE 5P-03 INSTALL NEW VEHICLE DETECTOR ,LOOPS AT NE" ORDER POINTS PER 2NTI0 DETAIL REPAINT ADJACENT N FRONT PARKING STALES AS SHOVER 51y ALT; (OPTIONAL AT M89 CASH BOOTH # EXISTING PRESENTER BOOTH LOCATIONS) PATCH E EXIST REMOVE EXISTING ASPHALT AS NECESSARY TO PROVIDE NEW CONCRETE PAD AT REPAIR C.ONCREM PAD AT ORIVE-nft AS NECESSARY. SEE IB E 20/1211.1. AGCIE551BLE STALLS AND ACCE55 AISLE ENSURE MAX 15% SLOPE IN ALL DIRECTIONS eJp.,Oq, � EXISTING AND INSTALL (� MEW 6ATI3'IAY SIGN PACKAGES AS STATE ��GRiU�SroN d SMOOTH TRANSITION ADJACENT ASPHALT STALLS. SHOY'N. l IN AD -02 REMEDIAnON CCCLRS IN AD -0I COORDINATE LOCATION WITH 2VnD E MCDONALDS CONSTRUCTION MANAGER TO ENSURE W5T VISIBILITY FROM SITE ENTRANCE. SEE DETAIL 8/01-12 FOR MORE PAVING SPECIFICATION ® RE'EDIATION OCCURS, IN AD -0I INFORMATION. ® REMOVE N RE'OW EXTERIOR VWLKKAY AT BUILDING TO EXTENT NECESSARY TO 5P-05 PROVIDE NEW OPO PRE -SELL BOARD PER DETAIL 12/DTI.1 0.6150. FT). VERIFY (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) EFY.IIIRE A MAXIMUM SLOPE OF 5% IN THE DIRECTION OF TRAVEL N MAXIMUM IS% CROSS LOCATION WITH MCDONALD5 PROTECT MANAGER AMID DETAIL 2/17TIA. m SLOPE. REMOVE FOISTING t INSTALL MF19 IN-LIME CURB RAMPS AS 5FiOWV. REFER TO 5P-06 PROVIDE MERGE POINT MONITOR MOUNTED ON POLE WITH FOUNDATION; EXACT U - DETAIL 91SOI FOR MORE I FORI-IATION. SLOPE FOR IN -LINE CURB RAMP IN RUN LOCATION TO BE COORDINATED WITH MIGD0MALD5 CONSTRUCTION MANAGER. 0 DIRECTION SHALL BE 6% MAXIMUM AND GR055 SLOPE SHALL EE NO GREATER THAN PROVIDE 2' CONDUIT TO CASH BOOTH JUNCTION BOX CONNECT TO ELECTRICAL N 15%. TOP AND BOTTOM LANDINGS TO BE ENTIRE WIDTH OF CURB RAMP AM? EXTEND DATA 5Y51EM8 AS, NECESSARY. `; 60' MTHOLIT EXCEEDING 15% SLOPE IN ANY DIRECTION. PROVIDE DETECTABLE SP-07 REMOVE EXISTING CONCRETE DRIVE -THRU LANE AS NECESSARY TO ACCOMMODATE NOTE, McDpNAI..D'S ENGINEER RESERVES THE RIGHT TO REOCST A COMPACTION m INARNINS AS NE-GFSGARY PER 10/5121. ENSURE THAT THERE ARE NO CHANGES OF LEVEL N8Y WORK. N3'I CONCRETE PAVING AND CURBING THROUGHOUT DRIVETN LAMES ,CS, TEST AND/OR A CORE SAMPLE IF TESTS PROVE CORRECT, PER ABOVE � = TREATER THAN I/2' WITH BETE. AT THE JOINTS AND THE DOOR TO CU 5FiOMW PER MCDOUILD5 SPECIFICATIOS. SLOPE TO DRAIN TO EXISTING CATCH SPECIFICATIOM, TESTS WILL BE AT THE EXPENSE OF MCDONALD'S, OTHERWISE, GC WILL ENSURE E ENSURE A SLIP-RESISTANT BROOM KNISH FINISH WALKWAY. BASINS AS, FECgSARY. SEE DETAILS 2/DTH, 3/DTI.I d 4/DTI.1. BE CHARGED. PROVIDE AS. PROVIDE A ALL I LANDING AT ALL DOORS AND CHANGES M DIRECTION NTIN IS%MAX. IN DIRECTION SLOPE IN ALL DIRECTIONS. SEE DETAIL 11/5121. eJp-08 DEMOLISH EXISTING LANDSCAPING N CONCRETE WRENS AS NECESSARY TO LOT LIGHTING RECOMMENDATION s�B ® RE&RADE SIDEWALK AS NECESSARY AT ENTRY DOOR TO EEVRE A MAX. CHANGE IN ACCOMMODATE REVISED DRIVE -TARU COFI6URATION. INSTALL N EPI CONCRETE DRIVE -THPoJ LANE, (AFE6 d ASPHALT TO MATCH ADJACENT. SEE SFffT OTI.I. LEVEL OF 1/4' OR 1/2' NTH BEVEL AT DOOR THRESHOLD. 5P-09 REMOVE EXISTING PLAYTOY, EXTERIOR SEATING, COVERING AND EXTERIOR EXISTING LOT LIGHTS TO REMAIN. VERIFY WITH McDONALD'S CONSTRICTION MANAGER IF CLEAN /RELAMP OR NO WORK DURING THIS PROJECT. m AD -13 REMOVE EXISTING EXTERIOR SEATING. VERIFY SALVAGE/ DISPOSAL WITH MCDONALD5 STOREFRONT. VERIFY WITH MCDONIALDS CONSTRUCTION MANA6ER IF SALVAGE OR CONSTRUCTION MANAGER DISPOSAL. REMOVE EXISTING CONCRETE AS WZE55AW TO ACCOMMODATE PEW AD -IS REMOVE EXISTING PLAYTOY TO ACCOMMODATE BUILDING EXPAN510N. POUR N69 PORK ACCESSIBLE EXTERIOR WALKWAY AS SHO'N TO ENSURE A MAXIMUM SLOPE OF 5% IN SP -10 PROVIDE H514 SITE N DRIVE -THRIJ 0TRIPIN61 SYMBOLS TO EXTENT 5HOYN. PAINT TO THE DIRECTION OF TRAVEL t MAXIMUM IS% CROSS SLOPE. INSTALL MEW IN-LINE CURB BE (2) COAT5 TRAFFIC YELLOW AY DRIVE -THR 1 4 (2) COATS TRAFFIC MITE AT ° r RAMPS AS 5HOYl. REFER TO DETAIL 9/501 FOR MORE INFORMATION. SLOPE FOR PARKING; SEE DETAIL-5 SHEET 5121. BID ALT: SEALCOAT EXISTING ASPHALT TO REMAIN IN -LINE CURB RAMP IN Po)N DIRECTION $HALL BE 8% MAXIMA AND CROSS SLOPE d RESTRIPE AS SHOWN. C° i O c- 5HALL BE NO GREATER THAN 15%. TOP AND BOTTOM LANDING TO BE ENTIRE WIDTH 5p -I I EXISTING LANDSCAPE TO REMAIN, 'IYP. PATCH E REPLANT AS NECESSARY TO d O n m° o° ° ° Q 5 OF CURB RAMP AND EXTEND 60' WITHOUT EXCEEDING 15% SLOPE IN ANY DIRECTION. ACCOMMODATE d MEV4 CONSTRUCTION. RESTORE ANY DISTURBED w ° ` n3 C.- PROVIDE DETECTABLE WARNNN65 AS WoOE55ARY PER 10)5121. ENSURE THAT THERE ARE LANDSCAPING- EXISTING LANDSGAPIN6_� SEE LANDSCAPE DRAVYN65 FOR MORE INFORMATION NO CHANGES OF LEVEL GREATER THAN 1/4' OR 1/2' WITH BEVEL AT THE EXPANSION JOINTS AND THE DOOR THRESHOL05. ENSURE A SLIP- RE55TANT BROOM FIN5H AT SP -12 NEY LANDSGAPIN6 TO MATCH ADJACENT. AT DRIVE -THR U LOCATIONS, DOM PARKING INFORMATODN oo CONGREfE WALKWAY. PROVIDE A 5'X5' LANDING AT ALL DOORS AND CHANGES IN PLANTINGS MILL NOT INHIBIT VIEY OF DRIVE -THRU 516NA6E FROM CUSTOMERS. SEE ° � � °O c % `m E u DIRECTION WITH MAX. SLOPE ALL SEE DETAIL IVSDI. PROVIDE FEW LANDSCAPE STEP SYSTEM AND 5 FOR MORE ROM m y r m m o pp� m E TOTAL 34 9' -0' X 19' -0' SPACES O 90' HO 6 GUARDRAIL AS SHOYN. ENSURE A 60' DEEP X IB' LATCH DEPTH CLEARANCE. SEE EP X 16' LA. INTERCEPTOR DAK46 OURJNSCT GREASE INTERCEPTOR MAHIOLES FROM DAMAGE DURING CONSTPoiGTION N v yp�S DETAIL XX/50I. 5EE FLOOR. PLAN FOR MORE INFORMATION. SP -13 INSTALL NEW GUARDRAIL AS SHOWN AND PER AD-IS SEE DETAIL 81501 d FIN1514 PER ° o `° AD-18 RETEDIAT10N OCCURS IN AD-15 ELEVATIONS. 34 0 0 ° `o `° ° = o SP -14 PAINT EXISTINS BOU.ARDS (2) COATS TRAFFIC YELLOW SEE DETAIL 5/DTI2 FOR � 9 t°P � � m ° ° 0 n MORE WORMATIO . ° SP -IS EXISTING HISTORIC PLACE TO REMAIN PROTECT FROM DAMAGE DURING °C O:2 ° o coNS7lwcTIOK o j Fc°- O w M X o 0 EXISTING POP MOUNTED RDAD516W (99.17 5Q. FT) AND READER BOARD (24 SQ. FT) TO REMAK PROTECT FROM DAMAGE. UTILITY INFORMATION ® SP -IT EXISTING DIRECTIONAL 516N (9.76 9CI+. FT. EACH) TO REMAIN PROTECT FROM DAMAGE. W " " � o ° SIZE TYPE LOCATION 5P -18 INSTALL *EEL5TOP5 AT LOGATIOMS SHOM- ENSURE CAR OVERHANG DOES NOT a o:t°, n $ . ?� E PROTRUDE INTO THE 44' MK WIDE ACCESSIBLE ROUTE. SEE DETAIL 13/5121 FOR MORE %i SANITARY SEWER EXISTING INFORMATION m « o wa as WATER EXISTING 5P -19 EXISTING FLAGPOLE TO REMAIN. PFQOTECT FROM DAMAGE. o o o a a 0 0 STORM SEVER EXISTING SP -20 RELOCATE EXISTING LOT LIGHT AS SHOWN. VERIFY EXACT LOCATION NINTH MGDONALDS ® ° r o ° v w'c mo CONSTRUCTION MANAGER RECAMN CT TO EXISTING ELECTRICAL AS NECESSARY. gym° "o H - S u ° ELECTRIC EXISTING SP -21 REMOVE EXISTING TRASH, FFYSPAPER RACKS N OTHER 51TE AMENITIES FOR a �o gc q 5 GAS EXISTING RELOCATION DUE TO BUILDING ExPA51ON. VERIFY EXACT LOCATIONS WITH OMER, ..m, SP -22 REMOVE N RELOCATE EXI5TINS SPIRIN L ER UTILITY BOX AS, SHORN VERIFY LOCATION SURVEY INFORMATION NTH MCDO NALDS CONSTRUCTON MIANA6E2 RECONNECT TO EXI5TRK unLITE5 AS NECESSARY. SP -23 REMOVE EXISTING AND PROVIDE N:W 8' -0' TALL TRAPFH CORRAL TO PROVIDE 2' -0' OF SCREENING ABOVE R59J5E CONTAItBRP AND CONCRETE PAD. SEE SHEET TIO FOR MORE RFORMATION. SP -24 REMOVE EXIST m ROOF LADDER N: PROTECT FOR REACAnON PER ru6Ayp�aa SEE 18/A42 FOR MORE I FORMATICK PROPOSED LOADING AREA. SP -26 PROVIDE NEW 3'-5' TALL THIS OCCIIDE NTALU5 PYRAMIDAL SHRUB TREES AROAND SOUTH AND VEST WALLS OF THE N54 TRASH CORRAL. PROVIDE NEM GROUND COVER AS, r ' NECESSARY TO MATCH EXISTING. VERIFY SPACING NTH CHAPTER 1790 OF THE YELM M I NCPAL CODE. ° ' . I < 5P -21 N8N WALL SCONCE LOCATION ON foLDINb E> PANSION PROVIDE HDII LAN05CAP1N6 A ONO SOUTH PROPERTY IRE. PLANTS TO BE N37 V-5' TRIG OCCCENTALI5 PYRAMIDAL 5FRU8 TREE AND 1✓ET PIERIS JAPONICA VARIESATA' PLAN SCALE, V = 20' (VARIEGATED PIERIS); 5 6A_ VERIFY SPACING NTH CHAPTER 1790 OF THE YELM MUNICIPAL CODE. PROVIDE ADDITIONAL 6RLIND COVER AS NECESSARY TO MATCH STREET ADDRESS ADJACENT. LANDSCAPE 51RCONTR WTOR TO PROVIDE REQUIRED IM&ATIO4 TO AREA 505 YELM AVE W AND TO E SKI IRR16ATION SY5TE4 POSITIVELY PREVENTS RUNOFF OR OVERSPRAY ONTO 1MPERrEABLE HARD5GAPE DANDER ALL CO IXT1ON5. REGARDLESS OF WRD OR EOJIPMENT MSAL16MH4T. LAMD=CAPE SUBCONTRACTOR TO LOCATE SPRINKLER HEADS CITY STATE BASED ON THOROUGH EVALUATION OF PHYSICAL, ENVIRONMENTAL AND HYDRAWC SITE YELM W A CONDUTIOS, 5PECIFY DRIP IRRJ6AYION FOR ALL ZONES PLANTED IN ON=- iALLON OR LARGER SIZE, SPECIFY VFATNEIR -BASED IRRIGATION CONTROLLERS E SPECIFY CHECK VALVES NE EC REVER MESSAW TO PREVENT LOW-HEAD DRAINAGE. COUNTY SIGN LEGEND THURSTON SECTION TOWNSHIP RANGE O 'VELLOFE' GATEWAY SIGN (2 NSY, 33 SRN. Pf. OF SI6NAGE EACH) 2 4 17 1 E O CV5704- R ORDER DISPLAY WI INTEGRAL CANOPY (COD) (2 WA 5.1 50. FT. OF 516NA6E REGIONAL DWG. NO CORPORATE DWG. NO. EACH) - SITE PLAN Q OPO MENU BOARD (2 FEW W.8 50. FT. EACH) SCALE: 1' = 20' -0' Op PRE-SELL BOARD (I AEI% 791 50. FT. Or 5IGN46E1 46-0263 13 3 6 5 SP-2 0 5 10 20 401`T. E 'ANY LAME, ANY TIME' BOLLARD (I HE'D, 2.13 50. FT. OF SI&NA6E) OWNERIAPPLICANT TAX PARCEL NO: 21724411702 ADDRESS: 505 YELM AVE W YELM, WA 98597 OWNER / APPLICANT: Md)ONALD'S CORP ZONING: C -1 CONSULTANTS CIVIL SHEA CARR JEWELL 2102 CARRIAGE DRIVE BLDG H OLYMPIA, WA 98502 PH: (360) 352 -1465 CONTACT: ROSS JARVIS, PE SURVEYOR: MTN 2 COAST, LLC 1506 FAIRVIEW ST SE OLYMPIA, WA 98501 PH: (360) 239 -1497 CONTACT ., BLAIR PRIGGE GOVERNING AGENCIES CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -3835 I ITII ITIFR CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE PRIVATE ON SITE SOLID WASTE: LEMAY 2910 HOGUM BAY RD. NE OLYMPIA, WA 98516 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BEUfVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA, WA 98409 PH: (888) 321 -7779 TELEPHONE: FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 CONTACT: ERIC PARTON, COMCAST BUSINESS SERVICES GROUP LEGAL DESCRIPTIONS: LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN VOLUME 26 OF SHORT PLATS AT PAGE 374, RECORDS OF THURSTON COUNTY, WASHINGTON. (LEGAL DESCRIPTION PER THURSTON COUNTY ASSESSOR'S DATA, NO TITLE REPORT WAS PROVIDED) J:ti11MA HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, HAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR #837 AND TAR1362 VERTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TAR1362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT / 101, ELEVATION 349.22 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. YELM McDONALD'S CONSTRUCTION PLANS YELM, WASHINGTON ° • ti LI�� ° "�., l 0 l \ r CONCLUSIONS OF LAW: A. THE SITE PLAN REVIEW COMMITTEE HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS REQUEST. VICINITY MAP NOT TO SCALE SHEETINDEX SHEET NO. SHEET TITLE I SHEET DESCRIPTION 1 C -001 COVER SHEET 2 C -002 GENERAL NOTES AND LEGEND 3 C -100 EXISTING CONDITIONS MAP 4 C -200 TEMPORARY EROSION /SEDIMENT CONTROL AND DEMOLITION PLAN 5 C -201 EROSION CONTROL NOTES AND DETAILS 6 C -300 HORIZONTAL CONTROL PLAN 7 C -400 GRADING AND DRAINAGE PLAN 8 C -401 SITE IMPROVEMENT DETAILS 9 C -500 UTILITY PLAN 10 C -501 STEP TANK DETAILS 11 C -502 I UTIUTY DETAILS 0 30 60 SCALE IN FEET B. THE APPLICANT HAS ESTABLISHED THAT THE REQUEST FOR SITE PLAN REVIEW APPROVAL SATISFIES ALL CRITERIA SET FORTH IN SECTION 18.84.020 (C) YMC, MEETS ALL REQUIREMENTS OF THE INSTITUTIONAL DISTRICT ZONING CLASSIFICATION, AND MEETS ALL OTHER REQUIREMENTS OF THE YELM MUNICIPAL CODE. THEREFORE, THE SITE PLAN IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS GENERATED BY THE PROJECT. THE TRANSPORTATION FACIJTY CHARGE (TFC) FOR THE NEW ADDITION SHALL BE BASED ON THE INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION MANUAL, 7TH EDITION FOR A FAST FOOD RESTAURANT, LAND USIE CODE (934). 2. AN ENGINEERS ESTIMATE FOR WATER USAGE IS REWIRED IWTH CIVIL PLAN REVIEW. IF ADDITIONAL WATER CONNECTIONS ARE REQUIRED BASED ON THE EXPANSION, THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246 -2y0 -490 WAC SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 3. THE STEP SYSTEM IS REQUIRU TO BE UPGRADED TO MEET SIZING REQUIREMENTS IN CHAPTER 7 OF THE CITY OF YELM DEVELOPMENT GUIDELINES AND THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN. SIZING CALCULATIONS BY A REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED AS PART OF CIVIL PLAN REVIEW. 4, MAINTENANCE OF THE PRE - TREATMENT SYSTEM (GREASE INTERCEPTOR) WILL BE REQUIRED AT INTERVALS THAT ENSURE THAT FATS, OILS AND GREASE (FOG) DOES NOT IMPACT THE OPERATION OF THE STEP SYSTEM. IF PRETREATMENT MAINTENANCE IS NOT DOCUMENTED AND DEMONSTRATED THE COST OF PUMPING THE STEP TANKS MAY BE THE RESPONSIBIUTY OF THE PROPERTY OWNER. 5. A FINAL STORMWATER PLAN SIiikLL BE SUBMITTED WITH CIVIL ENGINEERING PLANS AND SHALL INCLUDE AN OPERATION AND MAINTENANCE PLAN. BEST MANAGEMENT PRACTICES ARE REQUIRED DURING CONSTRUCTION OF THE SYSTEM. 6. THE CIVIL ENGINEERING PLANS SHALL INCLUDE A FINAL LANDSCAPING PLAN SHOWING REQUIRED LANDSCAPING ON THE SOUTH PROPERTY LINE AND AROUND THE REFUSE ENCLOSURE. 7. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE AND RECYCLES GENERATED ON THE SITE AND DEPOSITED BETWEEN COLLECTIONS. DEPOSITED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE, WHICH SHALL BE SCREENED BY A SOLID ENCLOSURE OF A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF THE ASSOCIATED STRUCTURE, AT LEAST 2 FEET TALLER THAN THE REFUSE CONTAINERS. THE LOCATION AND ACCESS TO ALL REFUSE ENCLOSURES SHALL BE APPROVED, IN WRITING, BY LEMAY, INC. PRIOR TO CIVIL PLAN APPROVAL B. THE CIVIL ENGINEERING PLANS SHALL INCLUDE AN ILLUMINATION PLAN CONSISTENT WITH THE YELM DESIGN GUIDELINES 9. THE DRIVEWAY APPROACH TO YELM AVENUE SHALL BE RECONSTRUCTED TO PROVIDE A PHYSICAL BARRIER TO LEFT HAND TURNING MOVEMENTS FROM YELM AVENUE INTO THE SITE AND FROM THE SITE ONTO YELM AVENUE. THE ACCESS SHALL BE CONSTRUCTED TO ASSURE FIRE TRUCK TURNING RADIUS. C. THE SITE PLAN IS VAUD FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL THE APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST IS MADE IN WRITING PRIOR TO THE EXPIRATION DATE OF THIS APPROVAL. IF YOU NEED ADDITIONAL INFORMATION OR ASSISTANCE, PLEASE CALL THE COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835. 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works W UN ZW U / Q w J j In oz J U0 0 N K: FI a 0 al0 wlw x 302 aN0 a � J i:m w o°w LLa s 4 u, °mow mN y, �m3 ?m3 �a 0 a z N a �Bi Bill y 159 ° o G e� 1flis c Q oil C `O� , N 5`'O W $ il W Q d Q Of 3 O Q wa 0� O ; Z N W ir W > N Ina 5[)f p F Lil NCB O lig 4 Al2 -282 - #46 -0263 i C -001 SHEA, CARR , JEWELL GENERAL CONSTRUCTION NOTES: 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CITY OF YELM STANDARDS AND MAY INCLUDE REFERENCES TO THE 2012 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IF THERE IS A CONFLICT BETWEEN THE SPECIFICATION TYPES, THE MOST RESTRICTIVE REFERENCE SHALL BE ADHERED TO. 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA AND WISHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS. ANY REQUIRED INSPECTION TEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR MAY BE REQUIRED BY THE CITY OF YELM TO PROVIDE SECURITIES BY THE CITY ENGINEER PRIOR TO COMMENCING WORK. THE CITY ENGINEER SHALL RELEASE SECURITIES UPON SATISFACTORY COMPLETION OF THE REQUIRED WORK OR ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REWIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNER. 6. THE APPROVAL OF THESE PLANS BY THE CITY OF YELM DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. 7. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILIIIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR TO CALL 1 -800- 424 - 5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS & THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNERS REPRESENTATIVE. 9. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING AUGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 12. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF CONSTRUCTION (360) 458 -8410. 13. CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGC WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBLIC PROPERTY. 16. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WILL BE USED BY CONTRACTORS AND THE GENERAL PUBLIC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT INTERFERE WITH OTHER VEHICLE TRAFFIC AND SHALL YIELD TO EMERGENCY VEHICLES ALONG ANY OF THE PUBLIC ROADS. THE CONTRACTOR SHALL PROVIDE ALL FLAGGING, SIGNING, LIGHTING, ETC REQUIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS. PERIODIC SWEEPING OF CAPITAL MALL DR, AND ALL OTHER ROUTES SHALL BE DONE AS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES. 18. ANY DAMAGE ALONG THE CONTRACTOR ACCESS/HAUL ROUTES DUE TO THE CONTRACTOR'S USE SHALL BE REPAIRED IMMEDIATELY. AT THE COMPLETION CE THE PROJECT, ALL PAVEMENTS AND SURFACES ALONG THE ACCESS ROUTES SHALL BE RESTORED TO THE ORIGINAL CONDITIONS THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE HAUL ROADS DUE TO HIS/HER OPERATIONS. THE CONTRACTOR SHALL COORDINATE AND MEET THE CLEANING AND REPAIR REQUIREMENTS SET BY OTHER PUBLIC AGENCIES FOR USE OF THEIR ROADS FOR CONSTRUCTION RELATED WORK. 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF THESE AREAS. 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS. 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT OVER. 22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL 'PRE CONSTRUCTION- STATE OR BETTER. 23. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES OR BUSINESS SHALL BE MAINTAINED AT ALL TIMES. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CITY OF YELM GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL Bt PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SMALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALTT 5. COMPACTION OF SUBGRADF ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND (GRADE BY AN ENGINEER BEFORE POURING CONCRETE, 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SNGNING. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. DRAFTING SYMBOLS XX -Ol - ••DETAIL NUMBER XX-01 .........SHEET NUMBER DETAIL IS LOCATED ON P X . °- •••••SECTION NUMBER X - O1 ..........SHEET NUMBER SECTION IS LOCATED ON ...............CONSTRUCTION NOTE SYMBOLS XX 0 LEGEND (UTILITIES f2 CABLE MARKER POST - Al SS CLEANOUT 0 CABLE RISER/ PEDESTAL `;. SS MANHOLE to CABLE VAULT/MANHOLE B SS MARKER POST --< CULVERT p SEPTIC TANK a LUMINAIRE VAIN ARM MAXIMUM STORM CATCH BASIN x7 LUMINAIRE a STORM MANHOLE # LANDSCAPE/YARD LIGHT V STORM CLEANOUT PA NATURAL GAS MARKER POST 0? STORM ROOF DRAIN n NATURAL GAS METER NUMBER STORM YARD DRAIN } PROPANE TANK M STORM MARKER POST © NATURAL GAS VALVE go TELEPHONE CABINET Oo POWER CONDUIT ® TELEPHONE JUNCTION BOX ,L GUY ANCHOR 0 TELEPHONE RISER Ow "GUY POLE M TELEPHONE MARKER POST p POWER JUNCTION BOX �,DL TELEPHONE POLE FI POWER MARKER POST O TELEPHONE VAULT/MANHOLE EG POWER METER o WATER AIR RELEASE VALVE -O- POWER POLE p WATER BLOW OFF -�v PP VAIN DROP LINE PP WITH DROP AND LIGHT q FIRE DEPARTMENT CONNECTION K `r' $ HOSE BIB O PP WITH DROP, LIGHT AND TRANSFORMER 0 IRRIGATION CONTROL VALVE PP WITH DROP AND TRANSFORMER ® WATER MARKER POST PP WITH LIGHT AND TRANSFORMER WATER METER J PP PATH LIGHT .gy> WATER POST INDICATOR VALVE -0- PP WITH TRANSFORMER SPRINKLER HEAD IN POWER TRANSFORMER oa WATER VALVE ® POWER VAULT/ MANHOLE (D WATER VAULT/MANHOLE N O & WELL LEGEND (SURFACE FEATURES R, DECIDUOUS TREE Al CONIFER TREE ,M )W MAPLE TREE `;. DOUGLAS -FIR TREE O STUMP p SHRUB •« BIKE RACK El MAIL BOX CENTERLINE WHEEL STOP MAXIMUM STREET SIGN DESCRIBED) .N �AS ALUMINUM CA .Rr AERIAL PANEL i BRASS CAP Z CONCRETE MONUMENT PA HUB AND TACK 0? IRON PIPE MON LEAD AND TACK NUMBER MAG NAIL fW MONUMENT IN CASE * PK NAIL O REBAR AND CAP +_� SCRIBE r� STONE LINE TYPES __ _._.__ ....... -...._ WOOD FENCE -- �� - -U --a -- CHAIN LINK FENCE ° - ---x x --. ..- WIRE FENCE GROUND TOE GROUND TOP - s0 - -- SO -SD - STORM LINE - ------ SS - - - - - SS --- - -Ss-- SANITARY SEWER LINE - ---- r----- T----- T - - -T- BURIED TELEPHONE ----- r- oH---- T- oH----- -T -OH- OVERHEAD TELEPHONE - --- P`----P-----P---- -P-- BURIED POWER . - ---- ON ----- OH ----- OHT OVERHEAD POWER ----- w----- W--- -w-----W- WATER LINE ....____G ----- G ----- g ----- C- NATURAL GAS LINE & D t x AC ADD'L ANT AFF AP APPROX ARCH ATB AVE BCR BFV BGS BLK BLDG BM BVC C CB CF CIRC CIP CIP MON Ci i CL CUR CO COMM COMPT CONC CONST CONT COORD CSBC CSTC CULV CU YD D/W DEF DEC DEMO DIA DIM DIP DR DWG(S) E EA ECR EHH EL, ELEV ELEC ENGR EDP EQ EQUIP ESMT EVC EX, EXIST EXP FDC FDN FF, FFE FG FH AN FL FT ABBREVIATIONS GAS GALV NOTE; NOT ALL ABBREVIATIONS WILL BE UTILIZED WITHIN THESE PLANS AND LF LINEAR FEET ANGLE LP LOW POINT APPROXIMATELY LT LEFT AT J CENTERLINE MAX MAXIMUM DEGREE MFR MANUFACTURER EQUALS MH MANHOLE FOOT MIN MINIMUM, MINUTE GREATER THAN MISC MISCELLANEOUS INCH MON MONUMENT IN CASE NUMBER I Ld PERCENT N NORTH, NORTHING N/A NOT APPLICABLE ASPHALTIC CONCRETE NE NORTHEAST ADDITIONAL NEMA NATIONAL ELECTRICAL MANUFACTURES ADJACENT z ASSOCIATION ABOVE FINISH FLOOR NIC NOT IN CONTRACT ANGLE POINT NO, No NUMBER APPROXIMATE NTS NOT TO SCALE ARCHITECT NW NORTHWEST ASPHALT TREATED BASE COURSE of AVENUE OC BEGIN CURB RETURN BUTTERFLY VALVE BELOW GROUND SURFACE BLOCK(S) BUILDING BENCHMARK BEGIN VERTICAL CURB CONDUIT CATCH BASIN CUBIC FEET CIRCUIT, CIRCULA(R, TION) CAST -IN -PLACE CAST -IN -PLACE MONUMENT CENTER JOINT CENTER LINE CROWNUNE CLEAR CLEANOUT COMMUNICATION COMPACTED CONCRETE CONSTRUCT CONTINU(E, ED, OUS, ATION) COORDINATE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CULVERT CUBIC YARD DRIVEWAY DEFLECTION DEGREE DEMOUSH/DEMQUTIDN DIAMETER DIMENSION(S) DUCTILE IRON PIPE DRIVE DRAWING(S) EAST OR ELECTRICAL EACH END CURB RETURN ELECTRICAL HANDHOLE ELEVATION ELECTRIC(AL) ENGINEER EDGE OF PAVEMENT EQUAL(LY) EQUIPMENT EASEMENT END VERTICAL CURVE EXISTING EXPANSION FIRE DEPARTMENT CONNECTION FOUNDATION FINISH FLOOR (ELEVATION) FINISHED GRADE ARE HYDRANT FINISH(ED) FIRE LINE /FLANGE FOOT /FEET G GAS GALV GALVANIZED GRND GROUND GV GATE VALVE HH HANDHOLE HORIZ HORIZONTAL HT HEIGHT IE INVERT ELEVATION IN INCH JB, J -BOX JUNCTION BOX JT JOINT TRENCH kW KILOWATT kV KILOVOLTS KWH KILOWATT HOURS , oc OD OSHA P PC PCC PET PI It POC PP PRC PROP PSE PSI PT PVC PA PVMT PVT PWR OTY R RD REF REINF ROYD REV RIM RT R /W, ROW S SCHED SO, SDMH SE SECT SHT SP SO SO FT SO IN SS SSMH ST STA STD STRUCT SW SYS T TBD IBM TC TELE TEMP TOW TP, T/P TYP UDG VAP VC VERT VOL W W/ W/0 WM WSDOT WV XFMR YD UN CENTER OUTSIDE DIAMETER OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION POWER, POWER VAULT POINT OF CURVATURE POINT OF COMPOUND CURVE PEDESTAL POINT OF INTERSECTION PROPERTY LINE POINT OF CONNECTION POWER POLE POINT OF REVERSE CURVATURE PROPERTY PUGET SOUND ENERGY POUNDS PER SQUARE INCH POINT OF TANGENCY POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENT POWER QUANTITY RADIUS ROAD, ROADWAY REFERENCE REINFORC(E, ED, ING, MENT) REQUIRED REVISION MANHOLE RIM ELEVATION RIGHT RIGHT OF WAY SOUTH OR SLOPE SCHEDULE STORM DRAIN, STORM DRAIN MANHOLE SOUTHEAST SECTION(S) SHEET SPRINKLER SQUARE SQUARE FEET SQUARE INCH SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD STRUCTURE(E, AL) SOUTHWEST SYSTEM TELEPHONE OR TELEPHONE VAULT TO BE DETERMINED TEMPORARY BENCH MARK TOP OF CURB ELEVATION TELEPHONE TEMPORARY TOP OF WALL TOP OF PIPE TYPICAL VERTICAL ANGLE POINT VERTICAL CURVE VERTICAL VOLUME WEST, WIDTH, WIDE OR WATER WITH WITHOUT WATER MAIN OR WILLAMETTE MERIDIAN WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WATER VALVE TRANSFORMER YARD DRAIN 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE• Director of Public Works. APPROVAL 'I <I a wl z 0 Wz x W 3°2 �n Z U d -v Q > °mom ' & how w w3 (fl pm w x F- ovw J m N N In 3M3 0 >M3 U U N o a 30 � E 5 N j g ZT9 • II� ill 8 Qi It Zia g 0 0 � S Al2 -282 - /46 -0263 C -002 0 Z J w Lli J I Ld � p O Q z w a a k of O_ W ; ZN O Z J L° ma 5� N O F Ld Fm- o Z Q Z LLJ F N U O Al2 -282 - /46 -0263 C -002 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. _.- .348 -- _ _ t, W 2�0.06 -- - -- -- - —.- �n �• - _i__v4 -- . -.. —,__- - - -_ ' -rJf -� ��, _.� YOP —_. __. — '}flI _�- w_w�.� }�. _ _ �...r ac - rr f - -- - - _ -- -- — I 1 I L I I v I It oI 1 c I f ssr ss -� 1 - ��� — - — ' I �r `c' I I I - - -_ Ir \ ' j� I l \� ,z, r _i �; i � r_ i, li! � 3noea •y ' � i �i � ' <af � \ i � ��, ''��, � � f// } �' � � � ab I I r' r �$ � 1 1 $ - - »$ �1 S S� cm `A 1 t L%� V . � —__ - _ / sn.as a�nxs -! / d —� _� 1 t - I Eli �> I 34M 06�' A' , y -- - - I u a, �__ �i_� _ __ __ __ Lt s at'� s,,e,, w Y V L, - -�- r 7 C SL � .. � Y ✓ 9 v� - v V Y n i i t 1 SOLBERG STREET SE r s� r CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. LEGAL DESCRIPTION LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN 3;; VOLUME 26 OF SHORT PLATS AT PAGE 374, RECORDS OF THURSTON COUNTY, WASHINGTON. (LEGAL DESCRIPTION PER THURSTON COUNTY ASSESSOR'S DATA, NO TITLE REPORT WAS PROVIDED) DATUM HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR,#837 AND TAR#362 VERTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR#837 AND TAR,#362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT If 101, ELEVATION 349.22 UTILITIES NOTE: THE UNDERGROUND UTILITIES ARE SHOWN HEREON BY FIELD LOCATING SURFACE APPURTENANCES AND REFERRING TO RECORDS PROVIDED BY CLIENT. CONTRACTORS IWLL VERIFY INFORMATION REGARDING THE LOCATION AND SIZES OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTION. O_ LP) w Z! W Q W UN Zw U_ Q � w z U0 0 N m F a 0 QI >I fe N 0 m z 0 i z x am aN0 26W om3 =LL� m "= 363 N V31 m 6 O °3 0 w a U N O C' i gg 1( Go , o N Is a o �o51 s M`'jr�i'g E 55s ai i 8 i6i8 a I O I F � ge yy fi f C�/ �OSO�V Ei o I a- 0 10 20 w a SCALE IN FEET , j Q 0 Of n O Q Z Ma O APe N�o O. N Z Z EC O 0 ZS, Oi Fy. R``cr EPEE V~ m EL SIONAL F"� r Z (n 4 tmV 02 -OS -20 / 3 F N C¢J Ld p$ APPROVED FOR CONSTRUCTION BY'. DATE: D.tor & Public Works APPROVAL Al2 -282 — #46 -0263 C -100 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. p eww 6"�vl vvtIV -1'VV4c" "'I �C�r PL�j- •"C.K�' / ____ -- _ - ___ _ _ SOLBERG STREET SE �------ -f ANN �j� r1, I CALL BEFORE YOU DIG Ce'L t "CUI t"i `' L THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EROSION CONTROL LEGEND SILT FENCE _.. _.. _.._._kX_- _ ---- .. INLET PROTECTION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DEMOLITION LEGEND SAWCUT EXISTING ASPHALT AND BASE TO BE REMOVED EXISTING CONCRETE TO BE REMOVED DEMOLITION: N 10 REMOVE STRIPING. III 2Q REMOVE CONCRETE CURB AND BACKFILL TO 95% rn COMPACTION. z p eww 6"�vl vvtIV -1'VV4c" "'I �C�r PL�j- •"C.K�' / ____ -- _ - ___ _ _ SOLBERG STREET SE �------ -f ANN �j� r1, I CALL BEFORE YOU DIG Ce'L t "CUI t"i `' L THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EROSION CONTROL LEGEND SILT FENCE _.. _.. _.._._kX_- _ ---- .. INLET PROTECTION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DEMOLITION LEGEND SAWCUT EXISTING ASPHALT AND BASE TO BE REMOVED EXISTING CONCRETE TO BE REMOVED O 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY'. DATE: Director of Public Works APPROVAL EXPIRES: I m al0 DEMOLITION: N 10 REMOVE STRIPING. m 2Q REMOVE CONCRETE CURB AND BACKFILL TO 95% rn COMPACTION. z Q REMOVE CONCRETE. 0 I ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, ID U AND BACKFILL TO 95% COMPACTION. d' Z U Cn REMOVE SANITARY SEWER PIPE AND BACKFILL TO ary0 Z om 95% COMPACTION. © REMOVE AND SALVAGE MCDONALDS DRIVE -THRU W W ° SIGN. DEMO FOUNDATION AND BACKFILL TO 95% ON III, J COMPACTION. Z Z 0> Q7Q r REMOVE AND SALVAGE DRIVE -THRU MAXIMUM 33 i HEIGHT POLE. DEMO FOUNDATION AND BACKFILL TO 3M3 95% COMPACTION. J 'W 08 ADJUST IRRIGATION CONTROL VALVE LID TO >-, U PROPOSED GRADE. �a �9 REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION Z o0 AND BACKFILL TO 95% COMPACTION. a 10 .REMOVE AND SALVAGE RAIN GUARD. DEMO o: F 04 FOUNDATION AND BACKFILL TO 95% COMPACTION. F- 11 REMOVE AND SALVAGE MENU SIGN. DEMO o 5 FOUNDATION AND BACKFILL TO 95% COMPACTION. N 12 REMOVE BOLLARD, DEMO FOUNDATION, AND BACKFILL 95% COMPACTION. 13 REMOVE ASPHALT PAVEMENT. 14 PROTECT EXISTING STEP SEWER TANK, PUMPS, ELECTRICAL CONDUITS AND ACCESS RISERS. 15 SAWCUT 2 FEET INSIDE PROPOSED FACE OF CURB. O 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY'. DATE: Director of Public Works APPROVAL EXPIRES: I m al0 �Fc � � Sa. eaSRO �o L N a WN 0 N o 4 < m N Z Q m Z W rn z � O Wz w ID U W x 3:�2 Z U — J 3 _ ary0 Z om :2 uj �0 (L v1 Q W ° s ON III, J z cn a Z 0> 'D °aw r -j 33 i rn 3M3 kyt ^o 0 >M°3 U U �a Z o0 a o o: F 04 U F- U M o 5 N �Fc � � Sa. eaSRO �o L N a WN 0 N o 4 < m Al2 -282 - /46 -0263 C -200 Z Q Z W J 0_ � w o z0 CL cn — J 3 La < Z om :2 uj �0 (L v1 Q W ° s ON Wo Z 0> it r Z Q 33 i QJ kyt mo 8a° oaf OQ Z o0 jW0 w F 04 U F- U M Al2 -282 - /46 -0263 C -200 EROSION CONTROL NOTES: SILT FENCE- 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A 'WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST i INCH LONG, TIE WIRES OR HOG RINGS. THE WARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 5. HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WARE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRIANGULAR SEDIMENT FILTER DIKED 1. IF THE SLOPE EXCEEDS 10 PERCENT, THE LENGTH OF THE SLOPE ABOVE THE DIKE SHALL BE LESS THAN 50 FEET. 2 ALL DIKES SHALL BE PLACED ON THE CONTOUR AND SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. FILTER MATERIAL SHALL LAP OVER ENDS 6 INCHES TO COVER DIKE TO DIKE JUNCTION; EACH JUNCTION SHALL BE SECURED BY SHOAT RINGS 3. IN GENERAL, EACH SIDE OF THE TRIANGLE SHALL BE A MINIMUM OF 18 INCHES. 4. NONWOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE GEOTEXTILE FABRIC MAY BE USED AS FILTER MATERIAL THIS MATERIAL SHALL HAVE A MINIMUM UNIT WEIGHT OF FOUR AND ONE -HALF (4.5) OUNCES PER SQUARE YARD, MUWN BURST STRENGTH EXCEEDING 250 PSI, ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EXCEEDING 40. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWASE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT, THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS USE HARDWARE CLOTH OR COMPARABLE WARE MESH WITH 1/2 -INCH. OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4-TO 3 -INCH GRAVEL 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WERE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS, 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/UNEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WATH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL NTH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SW I E 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACIUTY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. EROSION CONTROL NOTES - cont'd: 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED 'SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. C0 1. MATERIAL SHALL BE 4" TO 6" QUARRY SPALLS AND MAY BE TOP- DRESSED WITH 1" TO 3" ROCK. (STANDARD SPECIFICAVIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE - FAMILY RESIDEN11AL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL. ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAU DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED HOCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL 2 EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION O9ILTS TO OFF -SITE PROPERTIES. 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE. B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105/EC -02 STABILIZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS/EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE DOWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF (ELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND /OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING NE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABIUZEO WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WATH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT /PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11, ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT: A. NO MORE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. 8. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DIEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WALL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES. 14. TRACKING OF SOIL, MUD, OR DEBRIS OFF -SITE WILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED ONTO A PUBLIC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY (EMBANKMENTS, SHOULDERS, U11UTY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUTMLL $LOPES. 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE REPAIRED, RESEEDED, AND FERRLIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZARON FROM THE PROJECT ENGINEER OR OWNERS RE=PRESENTATIVE WAACH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT `TRANSPORT. 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABIUZED ON SITE DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAYS. GRATE i / / FRAME r OVERFLOW BYPASS SEDIMENT AND DEBRIS FILTERED WATER CROSS SECTION NOT TO SCALE SYSTEM -OVERFLOW BYPASS GEOTEXIILE CO FILTER, PER MANUFACTURER'S SPECIFICATIONS ISOMETRIC VIEW NOT TO SCALE DATE' STORM DRAIN INLET PROTECTION W/ CB FILTERS ovsom JOINTS IN FILTER FABRIC SHALL BE SPUCED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2 "x14 Go WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRICnUSED I I , �J \ (BURY BOTTOM OF FILTER MATERIAL IN 4 °X4" MIN TRENCH 4"x4" MIN TRENCH, PROVIDE( 6' -0" MAX 3/4" TO 1 -1/2" WASHED Ir POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED ROCK OR NATIVE BACKFILL 2 "X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT DAma02A'2007 TE o SILT FENCE C�wF 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works }I m O F a U w 0 <I 0 2 � o S'6 $B €��m`$`og xm ° y �mE b a §%l r u N G a §0.Pv p WCNT q� �N R < I- 0 m z 0 W Q O Wz w Hm z U_ 2 3° 0 d J In o mw LL J z < w ; O I J m N n Z Z 3 °3 J >M3 U0 L) oa a �(� W w z a m d u I N i F 0 1 N 2 � o S'6 $B €��m`$`og xm ° y �mE b a §%l r u N G a §0.Pv p WCNT q� �N R < Al2 -282 - #46 -0263 C -201 I- V) W Q O z 0< d W O ; O Z N Q� Z O J > O Q r z W m d S O p N F Z O m ' o 10 LYZ N U W Q Al2 -282 - #46 -0263 C -201 CROSSWALK CONCRETE /SIDEWALK ASPHALT PAVING 3G I I 'E1112958.80 I _o LO 0Y W Z I LU Q s � N: 594734.56 j E: 1113023,70 i CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 0 10 20 SCALE IN FEET j 02 -05 -2013 APPROVED FOR CONSTRUCTION BY DATE. Director of Public Works l APPROVAL / EXPIRES'. >I m al U w 0 QIO WIR' o _o LO 0Y W Z I LU Q s � N: 594734.56 j E: 1113023,70 i CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 0 10 20 SCALE IN FEET j 02 -05 -2013 APPROVED FOR CONSTRUCTION BY DATE. Director of Public Works l APPROVAL / EXPIRES'. >I m al U w 0 QIO WIR' ° gaa Q 8 all jx : %°gym MO ° °8p$a0 � 8 8 °8 0 �g79 8 g 0 24 m "m z Q w a o� o 0a jh ZO p a CON CJ Z � J O > ~ � } Z M a go O F C�1Z aO nLL r N U = m Y Al2 -282 - X146 -0263 C -300 o m m Z O WZ_ 2 zw 3 U d 3�2 dA0u Q N w h N ' w w J f fn p pmw J o ova V � � N N u, 0 > 0 >M3 U U U p pa N w w a o ' 'Y 3 S N N all jx : %°gym MO ° °8p$a0 � 8 8 °8 0 �g79 8 g 0 24 m "m z Q w a o� o 0a jh ZO p a CON CJ Z � J O > ~ � } Z M a go O F C�1Z aO nLL r N U = m Y Al2 -282 - X146 -0263 C -300 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. •;'+ .. _ - :LEGEND ��$ a 348 %n EXIST ING MAJOR CONTOUR TOFF, - _u4 . - - - - - _ _ _ -.____ - - -_ _. -_ - -_ _ )F - -.- - 34p - - -_- Y41i. -; -' -T£}E _., i0E -" - - -_. ,Ot - -- - ,� - _._____ 70t - -_.__. . _.___ -. (.. _ _ - __.." TOE f ° -- -- - --- - -- _ >x EXISTING MINOR CONTOUR IPA T! Nor _ _ C _ - - - -- -- - - - - - - cP �oP _ -s_ ,- ne ��� = -�er�= -'roe f " .' - F'C�� -- _ = r� _ _ (�. _.- �-, PROPOSED MAJOR CONTOUR A _ _ _ - _ _ _ r' Q , � PROPOSED MINOR CONTOUR -. -- .--- ---- --- ------ - - -- - _ - -. - -. - --- -- - _.. __-- --. -_ -_ - - - - -- GRADE BREAK 4 i [- -- -. --�- . " ) xax.xx SPOT ELEVATION KR SLOPE LABEL ( I v t r1 �i EG EXISTING GRADE e 4 FG FINISHED GRADE TC TOP OF CURB I °o I I a 1v o a_ ----- DRAINAGE NOTE: CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. (n A _ Il JIr � I ND 2 ti r DRAINAGE KEY NOTES: 049.67i 0 ? f 1 BEGIN I \\ i/1 'fit Lo 10 INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. BEGIN 1 349.91 - j; 349.3 A o 6e THICKEN D EDGE SIDEW ��� ; �v /j " ] INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YEW o (( T STANDARD DRAWING NO 4-13 ON SHEET C -401. (� ° 3 >i0.07 350.46 F 350.48 F I�50.4/ f 350.42 F I -:, t { r, I Imo' F(; ( 350.98 TC 350.97 TC 35D.52 TC ° 350.57 350.49 F >l S EB I 1 350.47 F V 47 350.04 F it r t, " N 1 W (( ° ` o t 349.90 350.2 390.5 351.67 I� o �S -' _� 5 ° o �,� �� ,,_� FG FG FG EG ri Z w TC 350 9 350.99 TC I <- 0 349.6 ° _ r> FG 1° 349.7 _� 351.0 W FG FG- o- - --SS_-.___5� SS -_I -�r -1-'S-- -5`�"---- sS -----55- - S ----aS5 - - -ASS o o _a °. _7°3% ooeop� - 8�0 % "i 350.57E 1.4ro o L I ) `..', L _ DRAINAGE SUMMARY: BEGIN 1 1I A p -° II 349.89 350.1 1350,5 -. '�i � TOTAL AREA: 37,500 SQUARE FEET (0.861 ACRES) f 351.02 �/ 350.10 FG 350.01 I FG F 351.54 ;° 349.53 _ ` --' _._ _ / - ° - / / FG EG �� /- �i /-$� �' -' = -/- / i.G /_� / /- G�,;.G�i r",'ri �� FG r� 1 `,I EG `I EXISTING CONDITIONS: G, , � S I- 9.17 \-350 28 I I d � I � EX. BUILDING: 2,587 � (0.059 ACRES) 4 -� o S I FG EX. PAVEMENT: 21,224 SF (0.487 ACRES) _ � 4 350.286 I � i', EX, CONCRETE SIDEWALKS: FG TOTAL EX. IMPERVIOUS: %!7(O'567 ACRES) 349 :69 ° ,p Can' g _ - �'� ��� I FINISHED FLOOR FIG K _ �` 0 0\� �J O 'f r 9 I ZE TOTAL EX. PERVIOUS: 12,822.31(0.294 ACRES ' s ELEV= 351.07 ° ( ) I ,n. 349.4 x349.8 . r` -� p Q y 'GL j ' e tl ' I I�! DEVELOPED CONDITIONS: 1 op fJ ° J r EX. BUILDING: 2,587°1�1` (0.059 ACRES) BUILDING ADDITION: 762"tF (0.017 ACRES) 351.02 �. `� t 2 rr ' 1 DEMO-0 LANDSCAPE /NEW IMPERWOUS: 1,271.5E (0.029 ACRES) 350.E TC ° ������ 3OUFG 1 END �' EX. PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) 350.00 ; O��> CONCRETE SIDEWALKS: 867 SF (0.020 ACRES) 350.5 _ TOTAL DEV, IMPERWOUS: 24,674L5F (0.566 ACRES) ^-f T - �a % 0 , 350. o ! Q31 1 rf 349.0 j Q - 14 o ___ _ -._ ✓- t -% %`�_= 1/ �Ig! EX. LANDSCAPE TO BE REPLACED: 498 SF 0.011 ACRES I ° ° FG 350.6 °o o _._° i- -n -� ° u 350.78) _ r (� ( ) ' I 349.31 FG 4 °p u' - e �" 6 DEMO'D IMPERVIOUS /ENE APE. 1,275 SF (0.0029 ACRES FG o a ° - _ / TOTAL EV A ERMOUS:MA 12,826 SF .SF(0.294 ACRES) W LANDSCAPE: °e ° _ 350,81 � I { ? ,f'�_ �r I N: ° o ° `' ;, ADDITIONAL DETENTION AND WATER QUAITY IS NOT REQUIRED. THE EGA EG � a - ° ° o ° ° FG .19 a 350.5 - p a P p ° - ° I I', PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERWOUS J �° TA% c EG cr ; SURFACING BY 4 SQUARE FEET, HENCE ADDITIONAL DETENTION IS NOT . - " REQUIRED. THE U POLLUTION GENERATING IMPERVIOUS - - - - - - -- - - - - _. 35'e / rr!� SURFACING HAS BEEN DECREASE BY 0766 SQUARE FEE, N ADDITIONAL 349 _. _ _ WATER QUALITY IS NOT REQUIRED. /, 1 END / JJ 349 ., END 1 _ - __. -2.1� `` -- , i'i! V( `-., Tor jj / x # E49.19 ,r ��l I -_ °_ Toff - -- o` -- -- TOE - - - -- - -� e - - / 1 2 BEGIN - -- T a / ^348.6 r r - EG - `. _ - � OE - -_TOE u 2919 tV "- -- - -- .gyp hG' z50.OQ T7 Ll b •, IR `t II 9 4 l 7 9 'vT TL 9 SOLBERG STREET SE 0 lD 20 SCALE IN FEET CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. DATUM: HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR037 AND TAR/362 NAVO 19M BASED ON TIES TO THURSTON COUNTY CONTROL POINTS 7AR#837 AND TARi362 78M PK NAIL SET V NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARING LOT. M2C POINT / 101, ELEVATION 349.22 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE: Endo, of PANIC Works APPROVAL EXPIRES: Y ' m 0 a U w a) >I N O o, 0 wZ U z W 3 °2 U aN0 Qi ° m W how W J N 0Ma J z 0 >e3 U,^W � o W z o � u o S N Z3 544' o o � E sv 0 Al2 -282 - 046 -0263 C400 w w wQ pU Q Z a a a w Z 3 U 0 Z � Z p W Q ma bo Z Q a Al2 -282 - 046 -0263 C400 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. I II 1 I it II II i( 1 it I I ii "' II 1 II Ii N i y ( DRAINAGE NOTE: r F I °' � �xw,l CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. 1 f�61N1 c �� Y BEGIw i I I (,� f \� \� �.`� DRAINAGE KEY NOTES: 349.67 349.91 FG +� FG 1 BEGIN �� 10 INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. o , 349.FG _ I, 6" THICKEN D EDGE SIDEW j (I �� }' i 1 /j ° 4 �.fv r � 1 ( C6 Q INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM II II t� L.- 1 I, I�' STANDARD DRAWING NO 4 -13 ON SHEET C -401. ° 350.,07 350.46 F j 350.48 F 350 4j F ; 350.42 F % j Ft7 i' 350.57 FG 350.49 F ,�, `�, bI if y v. US i e p ( 350.96 T�C 350.98 TC 350 47 F50 9 �T 350.52 TC ✓ °p TC 350.99 TC 350.04 F x �- p 349.6 ° ° ss_ -- -5£ - -- -_- --- --- ---e-- - - - o \ \990 350 1505 351.67 < ° LU `O 349.48 ° 349.7 35L0 ° ° ° ° _7P3 - S ` 350.57 F e o G FG FG a FG e FG ° , S FG ° S - SS ° S SS o ° ° o. o ° i L-- i_ _ ° aBx 8.0 � ._� - - -65 SS S � 17X -0L.4% 0% - _ e° ! l.' / x35102 f /- �'� 350.10 -f / - "�° 350.0111 FG 50,1 ''350.5 I DRAINAGE SUMMARY: r ° - o ' 349.89 3 1 ' � `W e y f �r TOTAL AREA: 37,500 SQUARE FEET 0861 ACRES) .'f - FG 351.54 ( ) ° ° 350.2& 1 I`d ( ! ' EXISTING CONDITIONS (� , EX. BUILDING: 2,587 SF (0.059 ACRES) FG ci _ 1 EX, PAVEMENT: 21,224 SF (0.487 ACRES) 350.28lt 1 349 69 ° s - ��� ! 1 FG I ! it EX CONCRETE SIDEWALKS 867 F (0.020 ACxEC_l FG O `� 1 FINISHED FLOOR ' I i TOTAL EX. IMPERVIOUS: 24,678 SF (0.567 ACRES) ELEV--351.02' :3498 TOTAL EX. PERVIOUS: 12,822 SF (0.294 ACRES) FG ° . -(� s n J ;��. Ij I !' {I D OP D ONDITION i ,7 1j EX. BUILDING: 2,587 SF (0.059 ACRES) ° ' i ' J , ' ' • o BUILDING ADDITION: 762 SF (0.017 ACRES) 350.E ° °�`� 350.3 - ';.357.02 "-� 1 DEMO'D LANDSCAPE NEW IMPERVIOUS: 1,271 SF 0029 ACRES rc s FG 1 END 1j L ( ) 3W.00... �� `� - °e {/ i : %t. EX. PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) -_ tj j,� i t , ; CONCRETE SIDEWALKS- 867 F (0.020 ACRES) 550.5 FG < ° ° __ __. - - - -- 0 x49: C ° ��� °o ' - X350.14 - p ° �P FBI - - 49 1 l� tit TOTAL DEV. IMPERVIOUS: 24,674 SF (0.566 ACRES) FG - ° °p u FG ° > y _ _ _ - _ // ! EX. LANDSCAPE TO BE REPLACED: 498 SF 0.011 ACRES ° e ° e e e - /T DEMO -D IMPERVIOUS NEW LANDSCAPE: 1,275 SF (0.029 ACRES o 350.6 e �.. ° 350.78 -� ° ( � o- t I l Y� // r EX AND AP TOR MAIN' 11053 SF (0254 ACRES - -- - pe EG° e ° ° EGe °I. - - - _ r / f ( I' TOTAL DEV. PERVIOUS. 12,826 SF (0.294 ACRES) FG 350.19 °° 350.EG ° °- ° 4° e °e e °350fe1 v ADDITIONAL ,.•.p �)`... PRO 0 O D IMPROVEMENTS DECREASE THE AMOUNT OF REQUIRED. OFMPI E IMPERVIOUS CE ADDITIONAL DETENTION IS NOT •, .., _. __ - „_ SURFACING BY 4 SQUARE FEET, HEN -... - -_ y _. - ri REQUIRED. AM OF POLLUTION GENERATING - - _ - - ,' I SURFACING AS BEEN DECREASE BY 0766 SQREFEET, HENCE ADDITIONAL 1 END t WATER QUALITY IS NOT REQUIRED. 1 END 1 21% �" - -- -- --- u, (D $ m Q z 0 Wz 0 ga IJII�UE U W x z U` 2 Z 0 Q N O 34919 �� EG t 2 BEGIN / w�3 Toe Fop -- Nr_ - -" - �1e- -- qqq z Z N 0mw -- 348.6 II � EG I I T 34E LL ►111 / . _ _ _� F J a EaG N Z tD 3m3 02 -05 -2013 2 w�3 °- S 74F ' >„ 3 -TO U o W ._ 70t - rp APPROVAL 9 � -400 U S 40'29'14 44 750.60' __ S N � v / o- SOLBERG STREET SE CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. Project McDonalds On Pg. C -400 The potable water meter has an exciting backflow assemble, this assemble needs to be changed to a REDUCED PRESSURE BACKFLOW ASSMBLE. I 11 WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR037 AND TAR/362 VfflTCAL NAYD1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR,1837 AND TARi362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. 1112C POINT # 101, ElEVATTON 349.22 SCANNED FEB 8 0 2013 mi Z a F a U to W O Q IO r8 ; h J Q g Alm,'Rd c 0 e Z Q a 0 10 20 1-J L N 0 $^ SCALE IN FEET u, (D $ m Q Z z 0 Wz 0 ga Q U W x z U` 2 Z 0 Q N O Q / w�3 qqq Z Z N 0mw 0 Q LL ►111 -J m = o F J a EaG N Z tD 3m3 02 -05 -2013 2 w�3 °- S 0 >„ 3 U U o ,, ^^ W VI o rp APPROVAL 9 � -400 U N O S N r8 ; h J Q g Alm,'Rd c 0 e Z Q a 0 10 20 1-J L Lu $^ SCALE IN FEET w Q (D $ Q Z ; 0 ga Q LJ OS orDwnsll, Z 0 Q, s O qqq Z Z 9 0 Q A W 0 -J m z F PS:EaE° ��� SSIDNAL EaG N Z 1 `t Pn 02 -05 -2013 N U Of °- S APPROVED FOR CONSTRUCTION Al2 -282 - /48 -0263 BY: DATE: Direclor of Public Works rp APPROVAL 9 C -400 4" TRAFFIC BLUE STRIPING AT 2'0° D.C. (TYP.) 4" TRAFFIC WHITE STRIPING (TYP.) ACCESSIBLE PARKING STRIPING (PAINT) NTS 3" COMMERCIAL HMA 2° CSTC­; 2" 6" PORTLAND CEMENT CONCRETE (4,000 PSI) L-8" BALLAST CONCRETE PAVING SECTION NTS 2" CSTC a PORTLAND CEMENT CONCRETE (3,000 PSI) a I1J =L =1I 1= 11T =i1 =1 I1=1I1= /1I1 =1L —I I1 =1 1= 8° BALLAST OR A WELL GRADED PIT J RUN MATERIAL MAY BE SUBSTITUTED. SUBSTITUTION APPROVAL SHALL BE ONLY APPROVED BY THE OWNER OR OWNER'S ONSITE REPRESENTATIVE. AT GRADE SIDEWALK SECTION (CONCRETE) NTS CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND .LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. g3 BAR 2” 2° R.- x3" (TYP.) 2 "f1/4° WHITE I" TRAFFIC WHITE iTRIPING (TYP.) SEE SHEET HC „01 FOR STRIPING DIMENSIONS SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. LOCATE AT YA E O ARKINL LOCATE AT EDGE OF PARKING SPACE NOTES: 90' STRIPING DETAIL 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 2. THESE DETAILS ARIE FOR REFERENCE AND DIMENSION CONTROL ONLY, 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED. STRIPING AND SYMBOL (PAINT) NITS N (' \� c /t; \ i 0 RI' R1" BOND TO ASPHALT PER WSDOT STD PLAN F-10.42 -00. CONCRETE EXTRUDED CURE DETAIL NTS 12" 13 BAR (TYP.) 2" R.--\ 2" R. �3° (TY'P•) 2 °t1/4" %2' - 6" MIN. N 1/2° ' - 6° MIN. a n u.v PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB NTS CLR. Fes# .EDGE AROUND EACH PANEL –PROEM FINISH EAJOINT ON �� ZSHERE MARK PUNTER STRIP CURS & GUTTt'ft — SIDEWALK PL. pI��y�� 1lP 5' MIN ;oemN NOTES: I EXPANSION JOINT MATERIAL TO BE 3/3" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CMIdeRETE. 2, FORM AND SDBGRADE INSPECTION REQUIRES BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE i1/8 WDE BY R1 /4" DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK STAID BE MADE ALONG CENTER OF WALK. 4 EXPANSION JOISTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURE RETURNS, EXPANSION JOINTS SHALL BE PLACER IN SIDEWALK AT SAME LOCAT0145 AS THOSE IN CURB AND GUTTER WHEN SIDEWWALV IS ADJACENT TO CURB AND GUTTER, UNLESS OTHER4MSE DIRECTED BY ENGINEER. NOTE: 1. REFER TO WSDOT STD PLAN F- 10.64 -02 FOR ADDITIONAL INFORMATION DEPT. OF PUBLIC WORKS CEMENT CONCRETE & DEWALK APPROVED DWG N0. PUBLIC WORKS DIRECTOR PATE 4- 11 DES. DWN, CKD. DATE 5 -1 S -C S –C 70 �3�94 NOTES 1, RAMP TEXTURING IS TO BE DONE= WITH AN EXPANDED METAL GRATE PLACED AND REMKOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LRNC AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB GROOVES SHALL BE 1/8" DEEP AND 1/4" WIDE, 2 CURB RAMPS SHALL BE POURED, AS A SEPARATE UNIT FROM THE SIDEWALK AND FROM IN' CURB AND GUTTER, ISOLATED BY EXPANSOIN JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. $ INLETS SHALL BE LOCATED SO YNAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO INLETS ARE TO BE SE :L SO THAT PEDESTRIAPVS WALK OVER OR AROOND THAN, JI A V'r Qa v 4 /CR T ° o LL Ia � n --i 2__ �MENr coNCRFTF enRRIER c�u >3 TYPICAL CURB (RAMPS APPROVED DWG, NO. PURUC 'WORKS DIRECTOR DATE 4 -12 DES. DWN. – CKD. DATE S-c S 5-C 10/3/94 =1 ✓2p 61,A - I /z°R ❑ "R 1 /A e _` 4 a A a , CYRENT CONCRETE BARRIER CURB ANp GUTTEF� o;N N*10C , - - A o/o p c. 0 0\ 1, .,, 00 E1_ ENTEIMCREIE ROLLED CURB AND GUTTER ?. A o` NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3 /8e THICK PREMOLDED JOINT FILLER.fUIF THICKNESS OF CiONCRETE. 2 FORM AND SUBGRAOE INSPECTION REQUIRED BEFORE POURING CONCRETE_ 3 EXPANSION JOINTS TO BE PLACED (IN 15' CENTERS. CITY TEE YELS1 DEPT. OF PUBLIC WORKS CEMENT CONCRETE CLIIRES APPROVED TWO, NO. PUBLIC WORKS DIRECTOR DATE 4 -1 DES. DWN CKP DATE S -G S -G S -C 3/15/94 } Im aI0 10" s 2" 5" 2" N (' \� c /t; \ i 0 RI' R1" BOND TO ASPHALT PER WSDOT STD PLAN F-10.42 -00. CONCRETE EXTRUDED CURE DETAIL NTS 12" 13 BAR (TYP.) 2" R.--\ 2" R. �3° (TY'P•) 2 °t1/4" %2' - 6" MIN. N 1/2° ' - 6° MIN. a n u.v PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB NTS CLR. Fes# .EDGE AROUND EACH PANEL –PROEM FINISH EAJOINT ON �� ZSHERE MARK PUNTER STRIP CURS & GUTTt'ft — SIDEWALK PL. pI��y�� 1lP 5' MIN ;oemN NOTES: I EXPANSION JOINT MATERIAL TO BE 3/3" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CMIdeRETE. 2, FORM AND SDBGRADE INSPECTION REQUIRES BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE i1/8 WDE BY R1 /4" DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK STAID BE MADE ALONG CENTER OF WALK. 4 EXPANSION JOISTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURE RETURNS, EXPANSION JOINTS SHALL BE PLACER IN SIDEWALK AT SAME LOCAT0145 AS THOSE IN CURB AND GUTTER WHEN SIDEWWALV IS ADJACENT TO CURB AND GUTTER, UNLESS OTHER4MSE DIRECTED BY ENGINEER. NOTE: 1. REFER TO WSDOT STD PLAN F- 10.64 -02 FOR ADDITIONAL INFORMATION DEPT. OF PUBLIC WORKS CEMENT CONCRETE & DEWALK APPROVED DWG N0. PUBLIC WORKS DIRECTOR PATE 4- 11 DES. DWN, CKD. DATE 5 -1 S -C S –C 70 �3�94 NOTES 1, RAMP TEXTURING IS TO BE DONE= WITH AN EXPANDED METAL GRATE PLACED AND REMKOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LRNC AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB GROOVES SHALL BE 1/8" DEEP AND 1/4" WIDE, 2 CURB RAMPS SHALL BE POURED, AS A SEPARATE UNIT FROM THE SIDEWALK AND FROM IN' CURB AND GUTTER, ISOLATED BY EXPANSOIN JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. $ INLETS SHALL BE LOCATED SO YNAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO INLETS ARE TO BE SE :L SO THAT PEDESTRIAPVS WALK OVER OR AROOND THAN, JI A V'r Qa v 4 /CR T ° o LL Ia � n --i 2__ �MENr coNCRFTF enRRIER c�u >3 TYPICAL CURB (RAMPS APPROVED DWG, NO. PURUC 'WORKS DIRECTOR DATE 4 -12 DES. DWN. – CKD. DATE S-c S 5-C 10/3/94 =1 ✓2p 61,A - I /z°R ❑ "R 1 /A e _` 4 a A a , CYRENT CONCRETE BARRIER CURB ANp GUTTEF� o;N N*10C , - - A o/o p c. 0 0\ 1, .,, 00 E1_ ENTEIMCREIE ROLLED CURB AND GUTTER ?. A o` NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3 /8e THICK PREMOLDED JOINT FILLER.fUIF THICKNESS OF CiONCRETE. 2 FORM AND SUBGRAOE INSPECTION REQUIRED BEFORE POURING CONCRETE_ 3 EXPANSION JOINTS TO BE PLACED (IN 15' CENTERS. CITY TEE YELS1 DEPT. OF PUBLIC WORKS CEMENT CONCRETE CLIIRES APPROVED TWO, NO. PUBLIC WORKS DIRECTOR DATE 4 -1 DES. DWN CKP DATE S -G S -G S -C 3/15/94 } Im aI0 J e oBs aP6�S Ice of g g�frH$ €00 o MID V(Q sib 0 -$s� op ioa i = o!2 m� 80 R. s m z z O W J_ F L9 z U�m z W 3°2 Q _a ago Q i ° m o ' W N < A Z F AD O w �l a cr- 'JJ' V) 3m3 3 oa 0 0 >m3 u Q63 u1 U) a- w AC < 0 of 2 3 Ld � e WAS f y o W O 5 O N J e oBs aP6�S Ice of g g�frH$ €00 o MID V(Q sib 0 -$s� op ioa i = o!2 m� 80 R. !n W J_ � Q J a LLJ a cr- 0 3 oa 0 LLl a- - �S of Z Ld e WAS f y o W O : P U' N LL] < Z p > W i 0 P w J i a 0- gg O 4 RECr 0 O_ :5 A ai FS, aE° G`� m b SIONAL E� Z a Lj 02 -05 -2013 ON U Q F APPROVED FOR CONSTRUCTION Al2 -282 -/146 -0263 BY: DATe_ Diredorof Public Works C -401 APPROVAL EXPIRES'. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. LEGEND - t. 55 —� SANITARY SEWER LINE - Ss - ss EXISTING SANITARY SEWER LINE o i� I ° ° KEY NOTES: Ij p j ! d 1Q REMOVE PUMP PACKAGE FROM EXISTING STEP TANK. EXISTING STEP TANK TO REMAIN. CONTRACTOR TO EXTEND EXISTING PUMP CONTROL _ - ✓i ,'III CONDUITS/CIRCUITS TO NEW STEP TANK PUMPS. I� ° °p RELOCATE � _ INSTALL N NEW STEP TANK. EI U ACKG AND � �S I I I I I n INSTALL N SH NEW ST P TANK. SEE DETAILS ° ;rl RECONNECT STEP TANK SERVICE LINE. SERVICE VALVE BOX AND ( # I ���� J,�D� ' t• APPURTENANCES TO REMAIN. I I f�/ /I ' ! 'Ir 5� PROTECT EX. SIDE SEWER. IF CONFLICT iI 3A A/9 ��I�D ' EXISTS, CONTACT DESIGN TEAM. PROTECT EX. GREASE INTERCEPTOR AND ® �l ; � CONNECTIONS. a II _ _ _ p e S ----- �e Z SS "J -- 4 U - S5 `' e :3'E -- SS "___"SS 9 6 _ -S5 ° a p ° e o` Uj yq rl m p mJ �.e Qp- ✓ - ._.e / / / ,_� � Al . ... p n. ° -p a r / /xz�' Z</Z' </ fir, ! p Id EXISTING O ( GREASE I 4 - ° INTERCEPTOR) _- JQ `� 1 ii FF H.EV= 361.07 IE: 345.27 � f j SAN ARY NERD ® R 35 0 L IE: 344.69 p a a ° a n P pQe ii p ° d - e ° Qn e p ° °e ° � -- - �) - rl ✓ ��� fI a w 2 -- - – STEP NOTE = ao m� 10 © 349 ,� o lrf� CIVIL CONSTRUCTION DOCUMENTS TO INCLUDE: DD(II V1 LL - -- . - - - -_ - -- _. -_ _. ✓�� I w x ^m Tol = �`--- OILAPACONDUIT r # ��/ _ -._ - -_ rz,r -_ --- -- t.:T - -- - -- ��t - - - -- - , ✓' 4 .,' /,`� -HOSE BID i I — 1c�- - GENERATOR SWITCH W om3 (! � N Z o < F v r � � �1 Lt 4 a 303 Z 04 0 >m3 U U o0 II •�f W U) 5 a o z � Al2 -282 - X146 -0263 0 5 N 1 } EX IE: 346.02 o p ° p D I I rsl w O D O D e e 4 00 °000. a a II _ _ _ p e S ----- �e Z SS "J -- 4 U - S5 `' e :3'E -- SS "___"SS 9 6 _ -S5 ° a p ° e o` Uj yq rl m p mJ �.e Qp- ✓ - ._.e / / / ,_� � Al . ... p n. ° -p a r / /xz�' Z</Z' </ fir, ! p Id EXISTING O ( GREASE I 4 - ° INTERCEPTOR) _- JQ `� 1 ii FF H.EV= 361.07 IE: 345.27 � f j SAN ARY NERD ® R 35 0 L IE: 344.69 p a a ° a n P pQe ii p ° d - e ° Qn e p ° °e ° � -- - �) - rl ✓ ��� fI a - i_� ' � .7 - -_ -OE ------ �� f i �- --- - ' 4 LF 1 SANITARY � I � -.__. 250,00' SEWER SERMCE LINE S.� - .. _ ✓% � r , t'Z'#19' w4' v - -- -- SOLBERG STREET SE CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES, THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. Vr f ^ r i 0 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works qi F=l in 0 D w Iw w 2 -- - – STEP NOTE = ao m� 10 © 349 ,� o lrf� CIVIL CONSTRUCTION DOCUMENTS TO INCLUDE: DD(II V1 LL - -- . - - - -_ - -- _. -_ _. ✓�� I w x ^m Tol = �`--- OILAPACONDUIT r # ��/ _ -._ - -_ rz,r -_ --- -- t.:T - -- - -- ��t - - - -- - , ✓' 4 .,' /,`� -HOSE BID i I — 1c�- - GENERATOR SWITCH - i_� ' � .7 - -_ -OE ------ �� f i �- --- - ' 4 LF 1 SANITARY � I � -.__. 250,00' SEWER SERMCE LINE S.� - .. _ ✓% � r , t'Z'#19' w4' v - -- -- SOLBERG STREET SE CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES, THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. Vr f ^ r i 0 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works qi F=l in 0 D w Iw Q 3allI FIT' to N �1L o tgl o Ill 0 gi st.11 w N O = ao m� 10 z z 0 W LL z z Ma w x ^m Z U_ 3 °ou Quo LLI xo d M O W W om3 J N Z o < F v r j 19 DO a 303 Z 04 0 >m3 U U o0 g a o z � Al2 -282 - X146 -0263 0 5 N Q 3allI FIT' to N �1L o tgl o Ill 0 gi st.11 w = Omaa m� 10 LL Ma w o� Ma LLI xo a zN Z o o; Q CL 19 DO a m 04 Z a J B p NU g Al2 -282 - X146 -0263 C -500 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. --.. • - ..- '4P-_- .___.____- _-_ -- WC _-:: ... _ - -.. - .- . -__i0E - -. >4l 91a W 2SL C(i -tvF _... -_ _ _ -_._ - -.__ .__- __._. _ 3a3..__ �.._ - _ ._ - -.Ok - "Or -Rc> - -.._. a_ iQ7�� -�� -.. - �. _ �ti .. f i 8 J ( -I s. T II h 1 0 ° _. I { d p ( o 1 o °e. © © •I© ��� I III O� I P tE IN /1 o YOU r I E w I EX IE: 346.02 I ° o _ ' -SS-. SS -- - °- SS- ___-5g _S ___ a S _. S a e° ° a i 0 o � $ 0 xz P ° ° o ° 1 EXISTING 1 1 GREASE S ° �� INTERCEPTOR, g v o � FF ELEV= 351.02' IE: 345.27 °. o °. °�. �� 1 f ° /'`§ 29 LF 6' PVC SDR 35 �> ° a r SANITARY SEWER 0 2.0% ° < o Q r o o- y,p IE: 344.69 4. °e ° g a '° o -- 3 ° z DRI VF THRU 4 -- _ OF- __._. -_. TOE -- / l m ® v na �UF t�E,_ - _ iJt 1' - — — ........_ -- —TOE— SEWER SERVICE LINE obName lT)c D� -- S 402419" W 26060' li icc _ �QS - - --- -- - -- -- - -- -- - - -_. P . -.- -. .. _._ --T -- JOb Number /s.; /2�U)_LJ - --- - -- v BY L,�Ec y Date � -br i 3 _ — _. _ / U u nG v v v v v "- Pcv z;f r xr5 rr u sTC l> t9AJk- _ SOLBERG STREET SE �gc/�oJt EXIST[ i3jqFFLE_ wAe_ 7(zLj4iZ, Dr- f, 2c iEw � •3 ���r✓�!' TEO o.?, iCy ttaWS .Bhp ��/U6w slop T;q -"k ivL:CDS 1L Hr1v C:- NEcv Pump; ;}nro _ - - "',� 4ZCryic ut; E,X(S?WG RA FF t-G, W4LL. ANP�n '�.i . A_ � 1 Ltcdill G tu_ /'ei », f> Cc vT Li L. ti { � �4' TN.5l/d[� TVZAFF(C RA7�p �ntvut L'LEA UU7iLWlTd 7ivp "�LC./IK L5-)) LKIS1lUG- fi7 9P -T-j-v mtsDn',c)TtLNS Kb C�rn9uETED. fa�6u ZE) ate SCt. Scaluc SPCC. ''VJA;W 5CW&C!'1.UL,. 5/l,v, TA121� 'r ?.. SJ.J _SIDg SS?1yJE�'r7 -/A.LY L�I.Q1.. ADP[/JUUrvO � 7. 13&_-FUAJ EXLS7?tiZ. T/3NK A,I.IJ ti✓=w 5i'7 =7' rgi✓K, L,1- 5'f�1L�. T_94)F.e- R.4'T�'T� i,.,a/e_,t�t�£ cC.t'q,v cu'r t,,,17H - f'w +e• w'Ay ��'okS�•..�)••bcoo-..`'�)s-)t� s' /VECt' C.X JTpUw S9�vt T�1R" l -fAC.F Cn�A� 13 c,'t- WC-Eni )),6L >P:t�V, t- )I?'+i 5'�DOD (-AL, l -%Z.[7 S'(Ed' TJ#�K n/L -L:D.S TU 13E guwLT' T -i),JK C� Z,�� ivtriti SiC; T?i�UK tSC �4, 0-4 F.,OK'7)dCSi J -n,vk KfSE'K.. ;1'a 0- 7L' 04'...Yt.t,n,_..sEW 9Z S.PEL .._v,/ r TN lv ��- TiJ 4E is c fiC CrAC. CALL BEFORE YOU [ / ' J t z 5 7-C f) C -0 S 7rG R(_ THE CONTRACTOR SHALL BE FLU �O /UEG.>. STEP %A..NK A16-ED5 'rV IVAUC"''. AJELV PLWIP5 /J/JL) Te_ C1T V o PROTECTION OF ALL EXISTING U `C L cR. SPEc, wt FI >� S E c>.9 UTILITY LOCATIONS PRIOR TO COP 1+ %BUdLEN,9NcESf,inyC,LUc91ti%U .f -9EL� Pumf' CZN�r,ZoC fAAJ6G D ' LOCATE LINE AT (800) 424-555! - - EXCAVATION. Rengz ,POST SCE _ - - S-E- WCR- - �S- PCe_ , p- - D DCt)pum - V %,, - - -- Not okC 71 rr.t1...F+onSif L{ F -I)e7d SS.a- T.7,�iK IZiSEC-, O r U) W Z w Q a11. LEGEND _SS SANITARY SEWER LINE -- - ss -- - - -ss— EXISTING SANITARY SEWER LINE KEY NOTES: 1� REMOVE PUMP PACKAGE FROM EXISTING STEP TANK. EXISTING STEP TANK TO REMAIN. CONTRACTOR TO EXTEND EXISTING PUMP CONTROL •s. CONDUITS /CIRCUITS TO NEW STEP TANK PUMPS. 2� RELOCATE EXISTING PUMP PACKAGE AND INSTALL IN NEW STEP TANK. 3� INSTALL NEW STEP TANK. SEE DETAILS ON SHEET C -501. ® RECONNECT STEP TANK SERVICE LINE. SERVICE VALVE BOX AND APPURTENANCES TO REMAIN. �5 PROTECT EX. SIDE SEWER. IF CONFLICT EXISTS, CONTACT DESIGN TEAM. © PROTECT EX. GREASE INTERCEPTOR AND CONNECTIONS. OTC0 NInTC• CIVIL CONSTRUCTION DOCUMENTS TO INCLUDE: 30` -ELECTRICAL CONDUIT - CONTROL PANEL -HOSE BIB - GENERATOR SWITCH SCANNED FEB 8 0 2013 0 10 20 SCALE IN FEET 02 -05 -20/3 Director of Public Works } m Q 0 gas J $° flu d $ Y J e€ C Q 8 mill boo 000 b C slot] = 00 m' e0 J w d N N Q G z 3 0_ z 0 Wz a Z o to x 6m < o Z w U 3�C d €� dNo m N 1 N O Z W 03 J N °Ma p �VXI N N 363 0 >M3 U U 0 0 N w Q o c � u o N gas J $° flu d $ Y J e€ C Q 8 mill boo 000 b C slot] = 00 m' e0 J w d O W Q G 3 0_ O a Z o N z a ma d €� m N 1 N O Z c 9 0 U p Al2 -282 - #46 -0263 C -500 ALL STEP TANKS $HALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. - FINISHED GRADE -WATER TIGHT LID 21 "0 1 RISI WITH WATER TIGHT LID 14 GAUGE TONING WIRE TO 55 C0- 7 I 1 I 1 I I 4 I 4 "01 OFFICE I I I 0 i 2 AFFL)-- (NOTE N 1/3 VOLUME MIN B DING.. RIES rTE BAFFLE FOR A 3000 GALLON TANK UTI ZED TRIPLEX PUMP VAULT. 2, THE OWNER WILL REVIEW TOLERANCES IN LESS QP DIMENSIONS SHOWN 3, THE TRIPLEX PUMP VAULT REQUIRES VAULTS AND TWO COMPLETE RISERS. ONE V LT' CONTAINS FLOATS AND ONE PUMP THE :SEC D VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR•LARD SHALL HAVE THREE RISERS AND LIDS. ,-PUMP VAULT RISER 14 GAUGE TONING WIRE TO SERVICE BOX Y I \-2 PART USE ORCND TANK TO RISER ADAPTER FOR CONCRETE TANKS rPUMP ASSEMBLY, SEE DWG NO. 7-9 ON ALL TANKS. LARGER. THAN 15DO GALLONS THE LENGTH OF THE DOWN TURNED INLET. PIPE WILL BE DETERMINED BY THE YETM SEWER DEPT; 1500, 1500 GALI 3000 GALI 4500 GAL D -1 2 60" 72" 72" 2 4 " 5 " 55" D -32 5D° 62° 62" V -1 400 GAL 600 GAL JEG V -2 1100 GAL 1 2400 GAL f: 12 o rTE BAFFLE FOR A 3000 GALLON TANK UTI ZED TRIPLEX PUMP VAULT. 2, THE OWNER WILL REVIEW TOLERANCES IN LESS QP DIMENSIONS SHOWN 3, THE TRIPLEX PUMP VAULT REQUIRES VAULTS AND TWO COMPLETE RISERS. ONE V LT' CONTAINS FLOATS AND ONE PUMP THE :SEC D VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR•LARD SHALL HAVE THREE RISERS AND LIDS. ,-PUMP VAULT RISER 14 GAUGE TONING WIRE TO SERVICE BOX Y I \-2 PART USE ORCND TANK TO RISER ADAPTER FOR CONCRETE TANKS rPUMP ASSEMBLY, SEE DWG NO. 7-9 ON ALL TANKS. LARGER. THAN 15DO GALLONS THE LENGTH OF THE DOWN TURNED INLET. PIPE WILL BE DETERMINED BY THE YETM SEWER DEPT; 1500, 3000, 4500 GALLON STEP TANK/PUMP TANK APB PROVED i 1""__ ,.-h'..•,. DWG. NO. ENGINEER. BOLTS AND NEOPRENE 7 -11 PUBLIC WORKS DIRECTOR DATE MN. DESK OWN, CKD. DATE JY JEG TP 4/2007 4" PVC 0 2.0% MIN FINISHED GRADE 30 "0 RISER— ALARM HIGH LEVEL LAO ON/{TFF (11 DRAWDOWN ON TO 01 6. ` IEAD ON /OFF 6 (4:5 DRAWDOWN ON TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 060 25" 6" MIN. BEDDNG SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPRO D OWG. NO. L~ PUBLIC C WORKS DIRECTOR GATE 7 -14 DES, OWN. CKU. I DA JY JEG TP 4/2007 3000 GALLON STEP /PUMP TANK APICAL) STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK !18" BELOW UQUID LEY IE= 344.69 CALL BEFORE YOU DiG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTES. THE CONTRACTOR SHALL VERIFY ALL UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. RIM = 349.,50 CONTRACTOR TO VERIFY WITH FINAL GRADING D4" 30- RISER RISER 2,19 GALLONS EMERGENCY STORAGE T WORKING VOLUME - FLOAT ON 179•15`ALLONS FLOAT OFF 4 ALLONS ETENTION STOWGE. '-3 1/2' TAPER -- 151' NATIVE OR SELECT H LLI FIBERGLASS LID BACKPILL AS 1 DIRECTED BY ,.-h'..•,. `y..f,... ;fit. ENGINEER. BOLTS AND NEOPRENE 2 O MN. GASKET °O 3. 1 "t1/4" ALL LIDS W x yi., LL LR 2 0 f: 12 o FINISH GRADE TYP. SLOPE TO NATIVE GRAD Q N U [� Ld NATIVE -"" 14 GAUGE COPPER PVC. RISER, GRADE TONING WIRE, 2' -0" ORE SYSTEMS, w TAIL INTO RISER 4=r INC, , OR EQUAL BEDDING MATERIAL FOR 1 RIGID PIPE SHALL BE SAND. DOTE; INSTALL TANKS AS PER DETAIL OR MANUFACTURER'S RECOMMENDATION (FOR USE WITH NON- TRAFFIC BEARING TANKS) WHICHEVER IS MORE STRINGENT. m CITY OF YELM LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. DEPT. OF PUBLIC WORKS RISER AND LID SHALL BE 30" CONCRETE TANK � BEDDING CITY OF YELM U APPROVED DWG. NP ONO DEPT. OF PUBLIC WORKS k-'. 7-17 w PUBLIC WORKS DIRECTOR DATE O a- DES. OWN. CK., DATE RISER 10 JY JEG TP 4/2007 SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -2 LOAD BEARING MANHOLE RING ANI COVER. TYP OF ALL RISERS LOCATED IN HARD SURFACES. SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMENTS SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. Ta ICY WCONTR -FOR MFAGT- Y,G,W -27V -YELM STEP TANK VOLUMES PUMP OFF LEVEL- 0" TO 50" VOLUME: 17!6ALLONS WORKING VOLUME - 50" TO 55' 179 G��DNS EMERGENCY VOLUME - 55" TO 84" 1036 GALLONS TOTAL PUMP TANK VOLUME: 3000+15ALLONS NOTE: ALL FLOAT ELEVATIONS PROVIDED BY CITY OF YELM 2 U ;7T„ u j SErnNG ANGLES t 1 - -ss^ 2-+10° 3 -+400 Oft NAME-- MIX.1111FAUT -YAW i7V i" 'M 3x�c�p &IL, b LA Pi Bro" By CC' Ay1Will by I III T ]Ill INF16{i MF1T-VY WdF1T 9V OOnma&JII e,LD" ii i v m W 02 -05 -2013 APPROVED FOR CONSTRUCTION BY' DATE: Director of Public Works APPROVAL EXPIRES: m rw FI a O H LLI FIBERGLASS LID 1 WITH STAINLESS STEEL m BOLTS AND NEOPRENE 2 O WZ GASKET °O 5' MIN ITYP.) 1 "t1/4" ALL LIDS W x 2 0 2 0 FINISH GRADE TYP. SLOPE TO NATIVE GRAD Q N U [� Ld NATIVE -"" 14 GAUGE COPPER PVC. RISER, GRADE TONING WIRE, 2' -0" ORE SYSTEMS, w TAIL INTO RISER 4=r INC, , OR EQUAL LL 1 ORENCO TANK TO z RISER ADAPTOR �2 (FOR USE WITH NON- TRAFFIC BEARING TANKS) NOTE: m RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX' AND TRIPLEX PUMP VAULT INSTALLATIONS, � > °3 CITY OF YELM U a ONO DEPT. OF PUBLIC WORKS N w TYPICAL O a- RISER 10 Q H APPROVED DWG, NO. N C.) ,V` 7-18 r N PUBLIC WORKS DIRECTOR DATE N DES, 0 K , DATE JY JEG TP 4/2007 'M 3x�c�p &IL, b LA Pi Bro" By CC' Ay1Will by I III T ]Ill INF16{i MF1T-VY WdF1T 9V OOnma&JII e,LD" ii i v m W 02 -05 -2013 APPROVED FOR CONSTRUCTION BY' DATE: Director of Public Works APPROVAL EXPIRES: m rw FI a O a z IV V f 0RIC I �11,1 a� J 1.l� s �aa 9 U) 0 � p p W N W N J inF�< H LLI 1 m W 2 O WZ °O U W x Z 0 2 0 Q N U [� Ld a w w 3 LL 1 J z �2 EC m 7 N Ll 0 Z � > °3 U a ONO N w O a- ^o 10 Q H {m 0 N C.) ,V` r N a N a z IV V f 0RIC I �11,1 a� J 1.l� s �aa 9 U) 0 � p p W N W N J inF�< Al2 -282 - 1(W6 -0263 C -501 H LLI 1 W Q °O 3 a J Ld a Ofo w 3 Z EC >Y Z � } a ONO H O a- ^o 10 Q H 0 N C.) (n r Al2 -282 - 1(W6 -0263 C -501 CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REWIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTTON MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED "POWER ". TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE NTH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REWIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19, IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REWIRE A SEPARATE 'ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REWIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REWIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE;BEDDING AND LOCATION B) TANK INFILTRATION, EXALTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. I � I � I � 1 4>m] GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. 3. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. 4. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM WATER MAINS. 5. PIPE LENGTHS CALLED) OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. SEWER SPEC ADDENDUM: 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BE FIBERGLASS TANKS MFG, BY EITHER CONTAINMENT SOLUTIONS INC. OR XERXES INC. 2. ALL FIBERGLASS STEP TANKS SHALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS WITH 'DEAD MEN "SIZING AND MATERIALS FOR DEAD MEN AND STRAPPING SHALL BE PER THE MFG. RECOMMENDATIONS. 3. BUILDINGS SERVED BY STEP SEWER, UTILIZING ON SITE 'BACK -UP " GENERATORS FOR POWER OUTAGES MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WILL ALSO BE SUPPLIED POWER BY THE AUXILIARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG BY BRYANT FOR USE WITH THE CITIES PORTABLE AUXILIARY GENERATOR. C(:,5,�A' STEP TANKS LESS THAN 3000 GALLON SHALL HAVE ONE 4 °HOLE IN THE DIVIDER BAFFLE TERED AT 20 "ABOVE THE FLOOR OF THE TANK/ lEP T S S T GA iN SH LL HA IR HOLE IN THE DIVDER BAFFLE CENTERED AT( " BOVE THE FLOOR OF THE TANK. 6. ALL 'TRAFFIC BEARING'SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES. 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE MINI SAAR "SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE. 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS. 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE 2 "PIPING FOR THE SERVICE LINE 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60'AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE FINISH GRADE MOW r. t 7 a � s �. \ / �., % � BACKFILL SEE RESTORATION TABLE W w o z � / � � / � � MAINTAIN SIDE a SLOPE AS STEEP ? AS POSSIBLE ..SEWER. LINE n. PE PIP BEDDING FOR w FLEXIBLE PIPE RIPE 0.0. PIPE OA: W CSSC =: CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFAC €. TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP OWO. NO. 7 -3 PUBLIC WORKS DIRECTOR DATE N. OKO. DATE JY JEG TP 4/2007 RESTORATION TABLE 1 w CL SURFACE 0 BACKFILL/ COMMENTS/ < Q THICKNESS ; TYPE m COMPACTION REQMNTS OTHER REQUIREMENTS CRUSHED 4' CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO g5R SMOOTH � CON515TANT M A Y%TH EXISTING Wz 3' MIN. GRADE B A.C. u J D) FINISH ROADWAY TO A.C. PAVEMENT PAVING OVER 4' CRUSHED SELECT BACKFILL CONFORM TO ALL EXISTING OVER GRAVEL BASF SURFACE TOP COURSE COMPACT TO g¢R GRADES AND CURBS Q N SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING KNISH. (DRIVEWAV/SIDEWALK} CONCRETETHICKNE55. COMPACT TO BSF TEXTURE, AND GRADE. NYDftOSEED/ PLANTINGS NATIVE BACKFILL FINISH GRADE SMALL BE LPWN /LANDSCAPE OVER i' MIN TYPE A SMOOTH K CONSISTANT TOP $04 COMPACT TO B5R µ17y EXISTING GRADE a .NATIVE BACKFILL MOUND BACKFILL UNIMPROVED SUFACE N/A COMPACT TO 85b Y ABOVE EXISTING 3m3 w ° GRADE k SMOOTH FROM. HOUSE 2' WATER TIGHT CAP ///--- TYPICAL IN PROTECTED AREAS NON-PROTECTED TERVCC AREAS (LAWNS, ETC.) 2' -0" TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND 1 EXISTING GROUND iN STANDPIPE PVC C.O. - DOUBLE SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4' PVC SANER LINE (TYP), (3034) 2% SLOPE. TO-TANK-7 Ii FEF<NCO COUPLING OR APPROVED EQUAL TOP OF STEP TANK BAFFLE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION wrrnu DWG. NO. PUBLIC W 7 -7 PUBLIC WORKS DIRECTOR DATE JY JEG TP 02 -05 -2013 APPROVED FOR CONSTRUCTION By DATE' Director of Public Works 0 F a Ed Ed 0 <I 0 sla-1E s Co c$gig g�aesg�`s$�4 eV I O 3 ° p OC°xhs h10--lb e c �$o� c N O ri �xPj, x°o _ G N m N 43F.,1 < IL w CL 0 O �a < Q ; LI I C.0 m _ ; i z N CC � Q � W 0 M CL M A Wz O U u J D) U w Z U 3°2 e Q N Q IZ 26W Ym 1'♦ J N °LLa 1�1�1 Z < F a VMNw mryN j In z 3m3 w ° >M3 U pd �U0 �/� U! a O � U N O Li N sla-1E s Co c$gig g�aesg�`s$�4 eV I O 3 ° p OC°xhs h10--lb e c �$o� c N O ri �xPj, x°o _ G N m N 43F.,1 < IL Al2 -282 - /46 -0263 C -502 w CL O �a < Q ; LI I C.0 O _ ; i Z N CC � Q � W M CL M A EV N O U u J D) " Al2 -282 - /46 -0263 C -502